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r <br /> MW-5 <br /> I <br /> -156 I(-1566) <br /> -15.5 ; <br /> 1 � 1 <br /> MW-4 x <br /> (-1544) <br /> r <br /> r -15.4 <br /> l <br /> I � <br /> 1 � <br /> l � <br /> r I j APPROXIMATE GROUNDWATER <br /> I y ; FLOW DIRECTION AND GRADIENT <br /> t I I �0- <br /> \ I <br /> MW-3 <br /> (-1541) <br /> ry t <br /> -15.3 t I <br /> t t y <br /> l y <br /> t i ' <br /> , ! I <br /> ' I I <br /> I <br /> I I <br /> y I <br /> r <br /> MW-2 I [ <br /> (-15 23) N <br /> I y <br /> I 0 20 40 <br /> rI ; APPROXIMATE SCALE IN FEET <br /> r t <br /> 1 <br /> EXPLANATION <br /> rj MW-1 MW-1 & MON=RING WELL <br /> (-15 23) <br /> r .- -- -- PROPERTY BOUNDARY <br /> iF FENCELEVE <br /> r <br /> (-1,541) GROUNDWATER ELEVATION <br /> ROSEMARY LANE IN FEET <br /> GROUNDWAnP, ELEVATION <br /> CONTOUR IN FEET <br /> GROUNDWATER CONTOUR MAP - 618195 CLEARWATER GROUP, INC. <br /> r Neumiller & Beardslee <br /> 4555 Pershing Avenue Project No Report Date Figure <br /> Stockton, California D-103 7/95 3 <br /> r <br />